19 Jerico Lane

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					               DAVID EVANS AND ASSOCIATES, INC.

                             SUMMARY COST ESTIMATE
PROJECT:ODOT0000630                         Engineer Name/Phone:
        Central Oregon Rail Plan            Jim Dobrowski / 541.389.7614
CROSSING NO: 19, ODOT 066761G               LOCATION: Jericho Lane, Jefferson County

RAIL SEGMENT IDENTIFICATION:                RAIL SEGMENT LENGTH:
              28T-116.10
  NO.                  ITEM                    UNIT       QUANTITY   UNIT COST         TOTAL
    1    Mobilization                           LS               1    $700,000             $700,000
    2    Selective Demolition                   LS               1    $200,000             $200,000
    3    Lot access                             LS               1     $30,000              $30,000
    4    Bridge 280' x 40'                      SF           11200      $165             $1,848,000
    5    Embankment                             CY          185000       $15             $2,775,000
    6    Paving                                 SF           91800       $10               $918,000




                                            SUBTOTAL                                     $6,471,000

         ADDITIONAL COSTS
         Utility Allowance                                                                $100,000
         Engineering/Surveying (10%)                                                       $647,100
         Construction Engr./Contingency (50%)                                            $3,235,500
         Special Costs (Unique to crossing or segment)
                                           SUBTOTAL                                      $3,982,600

                                    TOTAL CONSTRUCTION COST
         RIGHT-OF-WAY COSTS (Supplied by ODOT)
                                                                                         $1,168,805



          TOTAL CROSSING/SEGMENT COST                                                   $11,622,405
         Assumptions/Notes:
         Bridge span 280', 40' wide
         Bridge spans RR and irrigation canal
         No MSE walls, R/W required for all fill slopes
         Overhead power lines on south side of road
         Speed limit is 55 mph
         widen existing pavement from 20 ft. to 36 ft.
    44625 sf         40   66111 CY
               ft. wide
    44625 sf         70   115694 CY
                          181806 CY




$5,771,000

				
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posted:10/26/2012
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